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MODEL 32764N
4 Bedroom o 2 Bath o 2,280 Square Feet
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Important: Because we continually update and modify our products. it is important for you to 1 r r
know that our brochures and literature are for illustrative purposes only. ILLUSTRATIONS MAY
SHOW OPTIONAL FEATURES. All information contained herein may vary from the actual home
we build. Dimensions are nominal length and width measurements are from exterior wall to exterior
wall. VNe reserve the right to make changes at any time, without notice or obligation. in prices.
colors. materials. specifications, features and models. Please chock with your retailer for
specific information about the home you select. 3" (�
rs may be used in all
as axcept where
manufacturers sped -
as for sidewall straps
`•
excess of 4.000lbs_ I -'
lansverse arm
.
locations requite a 5
eelor\
r. Per Florida Code. = ,'•�~
¢\H - Tr
To
�f f _-Grorrntl�`��
Pan
E - `V- Brace Tub
l �! Top (1251)
Bodom
-Ground Pen i
ide dry
.te bracket
1101 D-CPCA
We (,bracket part#
1.'10 W-CPCA not
shon
lorid approved 4' ground
nchc may be used in all
)Call( s except where home
sanu( cturers specifications
�r sk It straps are In
xces -. or 4.000 Ibs_ These
)cau �,i s require a 5• anchor.
ler Ft doa Code_
}
m
ull!I sr,ayt rF
�z y
t
rse arm
15-)
St•5 }
C = GROUND PAN
D = GROUND PAN CONNECTOR
U BRACKETS TRANSVERSE
F- :'ti brace I-beam
connectors
E = TELESCOPING V BRACE
TUBE ASSEMBLY W1 1.5 BOT-
u - ground Pan
TOM TUBE AND 1.25 TUBE
V Bracket
INSERT
F = "V" BRACE 1-BEAM CONNEC-
TORS ASSEMBLY
H = TELESCOPING TRANSVERSE
ARM ASSEMBLY
I = TRANSVERSE ARM I -BEAM
CONNECTOR
J= V PAN BRACKET
i
Model # 1101 "V"
eam a c an
IAllernate Hale for (I PerAssambll
INartower Beam Flange
ep
` ` } Grade 5 -1r2- x 1"
Carriage Balt.8 Nut
'f !
page 3
revision 6107
` Grade 5- <rr x 2 1 X Model 1101 CVD ` W
' r Carriage 3 tt & Nutpa�
�s a.
• - 1-BEAM CONNECTOR BRACKET
Model 1101 CVW
not shown
-- C = CONCRETE FOOTERIRUNNER
,r..__. D = CONCRETE U BRACKETTRANSVERSE
CONNECTOR (connects with grade 5 -11r x 2
1 /2" carriage bolt & nut)
"I - Tral rill.se arm !-beam ;; )ntls.+,fl l.,� L•r.
` car hector # tom''_ i E = TELESCOPING V BRACE
- Transverse afm TUBE ASSEMBLY W/ 1.5 BOT-
Top (1.25 } TOM TUBE AND 1.25 TUBE
bottom {15" i y INSERT
F = "V" BRACE I -BEAM CONNECTOR ASSEMBLY
F- :1r brace !beam (connects with grade 5 -112" x 4" carriage bolt
/• % `U bracket pnnectors Il $ nut)
- % it
transverse �\ ��� I` H = TELESCOPING TRANSVERSE ARM
` _ connectors ' <�
.r - Concrete ASSEMBLY
-V- Bracket I = TRANSVERSE ARM I -BEAM CONNECTOR
((iron netts with grade 5 -112" x 2 1/2' carriage boil
�. If r Brace run `` l' , j= CONCRETE "V" BRACKET ,connects with
i"' �/ Tap (1,2� ! grade 5 - 112" x 4' carriage bolt 8, nut)
Bottom (1.5")
i
Concrete
\rF tedRunner
J.
Model # 1101 C "V"
OLIVER TECHNOLOGIES, INC.
1-500-284-7437
F
1
Telephone: 931-7954555
Fax: 931 796-8811
www.orivenechnologies.com
pas. 2
16. concrete runner, footer or slab may be used in place of the steel ground pan, revision Glo47
4 The concrete shall be minimum 2 O() psi mix
b) A concrete runner may be either 1 ngitudinal or+transverse. and trust be a minimum of 8" deep with a minimum width of 16 inches
longitudinally or 18 inches transverse to allow proper distance between the concrete bolt and the edge of the concrete (see below).
c Footers must have minimum surfAce area of 44.1 sq. in. (i.e- 21" square), and must be a minimum of 8" deep.
d If a full slab is used, the depth must be a 4" minimum
Special inspection of the system l iracket Installation is;not required- Footers must allow for at least 4" from the concrete bolt to the edge
of the concrete -
NO : The bottom of all footings, pads, stabs and runners must be per local jurisdiction.
LON ITt1DIlNAL: (Model 1101 LC "V"),
17_ IjVhen uSirLq Part # 1109 W-OP ALM atPtr simply install the bracket in runner/footer OR When installing in cured uoncreLq use Part #
101-D-CPCA (drvset . The 1101 (dset) CA bracket is attached to the concrete using (2) 5/8"x3" concrete wedge bolts (Simpson part #
m9762300H 5/8" X W or Powers�equivalenty Place the CA bracket in desired location. Mark bolt hate locations, then using a 5/8" diameter
'asonry bit, drill a hole to a minimu depth of 3"-+ Make sure all dust and concrete is blown out of the holes. Place wedge bolts Into drilled
hles, then place 1101 (dry set) CA racket onto wedge; bolts and start wedge bolt nuts. Take a hammer and lightly drive the wedge bolts
dwn by hitting the nut (making sure, icit to hit the top of threads on bolt)- The sleeve of concrete wedge bolt needs Yo at or Belo_ �y_
LAT ar . Complete by tightening 1 juts.
(Model 1101 TC "v")
Is- For wet set (party i101-W TACA) m tallation simply install the anchor bolt into runner/faoter- For dry set installation (part 0 1101-D-TACA)
ark bolt hole locations, then using s/a' diam. masonry oil, drill a note to a minimum depth of W. Mahe sure At dust and concrete is
b wn out of the hole- Place wedge bolts (Simpson part #8152300H 518" X 3" or Powers equivalent) into (D) concrete dry transverse
c nnector and into drilled hole- If needed, take a hammer and lightly drive the wedge bolts down by hitting the nut (making sure not to hit
It 3 top of threads on bolt), then rem ve the nut. The sleep of concrete wedge bolt needs to b? at or below the too of concrete
i3. en using part # 1101 CVW (wetse�) or 1101 CVD (dryset), install per steps 17 & 18.
Notes
1. LEN 37TH OF HOUSE IS THE ACTUAL BOX SIZE
2.0 I�PLAlEANDF 7IELOC4TM (reed-.b
be ' wftr18 ixhesdcallerdgmtridpan orc>7ficiab)
3• �! 0CATION OF LONGiMQ1NALBRACNG ONEY
4&LOIVGITtjDI4ALLOCA110NS
6
_--_ rAtL WIDTHS;'A-ND-LENG`T-HS-IJP-TO.52'- -
•
•
WIDTHS; AND LENGTHS OVER 52' TO 80'
1'6061
01
r1
I[`
ES WITH 5/12 ROOF iOTCH REQUIRE: PER FLORIDA REGULATIONS
tems for home lengths up to 52' and 8 systems for homes over 52' and up 80'. One stabilizer
and frame be required I at each lateral' bracing system.
ENGINEERS STAMP
'ECIAL CIRCUMSTANCES: if 1
Pier height exceeds 48" b)
Location is within 1500 feet of
2. f emove weeds and debris in an ;
3_ Place ground pan (C) directly bet(
SPECIAL NOTE: The longitudinal
oiler pier. it is recommended that
to,!piers. complete steps 4 through
E: WHEN INSTALLING THE LOP
E SHOULD BE USED TO DETERS
& 275 A S FOOT ANCHOR MUST
IND ANCHORS WITH DIAGONAL
4. Select the correct square tube
I1aed as the bottom part of the
Q'tl to 45 degree angle• is malt
PIER HEIGHT
rox. 45 degrees Max.)
page
4NOLOGIE3. INC. revision 6/07
INSTRUCTIONS FOR THE
MODEL 1101' V" (STEPS 115).
LOIVGITVi)INAL ONLY• FOLLOW STEPS 1-9
FOR ADDING LATERAL ARM: Follow Steps 111-15
FOR. CONCRETE APPLICATIONS. Follow Steps 16-19
ENGINEERS STAMP
following conditions occur - STOP? Contact Oliver Technologies at 1-800-284-7437 :
Ingth of home exceeds 76' c) Roof eaves exceed 16" d) Sidewall height exceed 96"
ist
INSTAL LATiON OF GROUNP PAN
)roximate two foot square to expose firm soil for each ground pan (C) .
chassis 1-beam . Press or drive pan firmly into soil until flush with or below soil.
brace system serves as a pier under the home and should be loaded as any
ter leveling'piels„and one-third inch (913") before home is lowered completely on
below then; remove jacks.
'UDINAL SYSTER110P/LY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION'IS REQUIRED. SOIL TEST
E CORRE&TYPWOF ANCHOR PER SOIL cLAssiFicATION. IF PROBE TEST READINGS ARE BETWEEN
USED. IF PROBE TEST READINGS ARE BETWEEN 276 & 350 A 4 FOOT ANCHOR MAY BE USED. USE
S AND STABILIZER PLATES EVERY 5'4" . VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED
TH VERTICAL TIF CONNECTION POINTS (PER FLORIDA REM) .
(E) length' for set - up (pier) height at support location. (The 18" tube is always
udinal arm). Note: Either tube can be used by itself, cut and drilled to length as long as a
1.25" ADJUSTABLE
Tube Length
1.50" ADJUSTABLE
Tube Length
I 7 3/4" to 25"
22"
18"
24 3/4" to 32 1/4"
32"
18"
33" to 41"
44"
18"
40" to 48"
1
54"
18"
5. Install (2) of the 1.50" square
djustment.
6. Place I-beam connector (F) h
7. Slide the selected 1.25" tube
8. 'Repeat steps-6 through 7 to i
egree and not below 40 de;
9. Rer all bolts are tightened, si
HE MODEL 1101 "V" (LONGITUDI
NO1
FOUR FOOT (4') GROUNI
10. Install remaining -vertical tie -do,
anchors to be sized according I
,000 Ibs_ require a 5' anchor p
11. NOTE- Each system is required
Stabilizer plate needs to be loc
12. elect the correct square tube
r 72" lengths. (With the 1.50" i
13.1 stall the 1.50 transverse brat
14. fide 1.25" transverse brace in
(E {18" tube) )Tinto the "U' bracket (J), insert carnage bolt and leave nut loose for final
on the bottom fiange of the I-beam.
o a 1.50" tube (E) and attach to I-beam connectors (F) and fasten loosely with bolt and nuti
the W" pattern of the square tubes loosely in place. The angle is not to exceed 45
1.25" and 1.50" tubes using four(4) 1/4"14. x 3/4" self -tapping screws in pre -drilled holes.
L & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES & FRAME TIES.
THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 5'4".
NCHOR MAXBE USED EXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT.
I straps and .4' ground anchors per home manufacturer's instructions. NOTE: Centerline
soil torque condition. Any manufacturer's specifications for sidewall anchor loads in excess of
Florida Code.
have a frame tie and stabilizer attached at each lateral arras stabilizing location. This frame tie 8
ad within 18" fromiof center ground pan.
ace (H) length for'set-up lateral transverse at support location. The lengths come in either 60"
)e as the bottom tube, and the 1.25" tube as the inserted tube.)
(H) to the ground 'pan connector (D) with bolt and nut.
the 1.51)" brace and attach to adjacent I-beam connector ( 1 ) with bolt and nut.
OLIVER TECHNOLOGIES, INC. Telephone:931-796-4555
1-800-284-7437 Fax:93179s-8811
www.ofivertechnologies.com
STING`sE; STACKPI�t
t. in �, S bssevads at athex aaprovei
2. Ceater �e &B 6 nomindc&iU ou.to
be placed pmPendicdalar to the I beam,
penmdmr ma
�. PIace
comb�'� e moeiet # OTI CB2 (a�sbed3. si
��I e�sCs betEsee>1theYaA o� the
aaon� anti/os with s�zr =i 2Q 1(
171
D Rqs 1il.i..li.r rIONS
CBI Description — Q --
CB2 : Desc4tJ.m —OTC Cap Bonad?�I5111 6
foodags per manufamEeL and as oiber ilrha s h =vxag jncistiicliosi- a of the iiJr siaaY
of foofmz Z4hen avier is used as an I beam snppum-die 1m g dimensio
►Ezvhen iris used as a pe»aetez pier ins a die alu Keith thelung dmlelsiaEd paraIlel m the
e (Iowa) or;�.x[W6. nominal co ame cep block c-amxId. MT -OP of air- CI.T
ieL and m23gbes3n1, it ria� be �led�.th additional. rep boards {sraclded tarn �h is �
(Oh,,T:d,.nologirs,I'-3BS'Cvedges) orequzsaientappEove.&meda-'
DO UJ �E sT CK i?i R
i. r �355 base pad3s os other appzo a footings per mam�acmcu an3 of o3�e< rhosm?'S having sdict�Dx:
2. Doub a stack �e opd [CSld �iii's o chat each cocitse of the open ceUe� 0. a s is petpeadicd =-ta tine Ptevions 1r�"
i_ 'rJia �IiIp shall oansist dk two p Oa E s (ebbed side down} or rwo (2} 4x8x' 6 nowin2l cmcW a cap
blacks o= atherappmveslmarrzsals
_ l€ a p exists hetn�zen #be top of the p1,m and miss. beam= �mag be frilled. m Ei& ad3diiional cap boards (siad-a MO �;a my
2
n ninb6g) and/or w ?aa= 4 Q (ORver Tedmulagies, Inc
coa3B� wedges} o= eclvivaleat agpzaved wedges.
d114 COfEArd11
't. a, be shall ce C 90.
CfIT£B
bemstiltfa �os3leraupEo es dnrs. �`��, � �,.__,_:.--� ��,?�:�-�-_�;G;:�.�.•� ,€� =at
�. OTI ap Boaxds mE used in ton oss.,wi v ed ni
Abe � �.,_,.�.�-- '�...:t
'bet Lveen. concrete & I beam. ' _ "�=� 2 _ "�'` = � .;?t_:v�-: M1k��
;_ Islas��I,�c or wood must always be us as 3 cnsizioa va_Y,_ r - '
A. 5illgii± stack OTL Cap Boards are M-I_' fox a M=mv-' n of�
taped side bv, SId� or intedodlmd axe rated cor a
�. ) O `L Cap Boards ins
6. AL 8� .16 a-dUs shag be b2smIUIc l open cdk rerdicaL �`-
i. plot a onlp_ �o>�Ie SO1Ck pier(' s must he capped with 2-"'si�i' oL 1=`�'x18'si6" s�odxugl cap block) `�`•L°
2. ieni_ 17eD.t ; _erised date 21? 7-04
__ _ ' '-.._'.ti '��':� Yam--�•ti._.�-�y����_ ~���-1:i �'_�_l.�v_—e.
Al
SINGLE T PI E 1DOUSI E STACK PIERS PF_RIM�� �I�RS
Toll FY=1-a00 284-74j
q: Bow 9 Fain 931796-991
rs � ,--.IA ''i'Iv 99462 �Ii�eztec3�io7agies.cozu
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